• Title/Summary/Keyword: 흙 포장

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Properties of Compressive Strength of Mortar Mixed with Tailings from the Sangdong Tungsten Mine for Soil Pavement (상동광산 광미를 혼합한 흙도로 포장용 모르타르의 압축강도 특성)

  • Choi, Yun-Wang;Jung, Moon-Young;Jung, Myung-Chae;Jung, Jea-Gwon
    • Proceedings of the Korean Institute of Resources Recycling Conference
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    • 2005.05a
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    • pp.224-227
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    • 2005
  • 본 연구에서는 국내 폐금속광산의 대표적인 폐기물 중 상동광산광미를 안정화, 고형화 및 감량화 시키기 위한 일환으로 광미를 실용적인 흙도로 포장재료로 사용하기 위한 모르타르 실험을 실시하였다. 모르타르에 사용된 고화제는 시멘트계 고화제를 사용하였으며, 상동광미는 대상 흙에 대하여 10% 중량비 치환한 경우 강도증진 효과가 있었다 따라서 상동광미를 흙도로용 포장재료로 사용할 수 있는 가능성을 얻을 수 있었다.

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Properties of Alkali-activated Slag-Red Mud Soil Pavement Using Recycled Aggregate (순환골재를 사용한 알칼리활성화 슬래그-레드머드 흙포장재의 특성)

  • Kang, Suk-Pyo
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.4 no.3
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    • pp.276-283
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    • 2016
  • Red mud is an inorganic by-product produced from the mineral processing of alumina from Bauxite ores. the development of alkali-activated slag-red mud cement can be a representative study aimed at recycling the strong alkali of the red mud as a construction material. This study is to investigate the optimum water content, compressive strength, moisture absorption coefficient and efflorescence of alkali-activated slag-red mud soil pavement according to the recycling fine aggregate content. The results showed that the optimum water content, moisture absorption coefficient and efflorescence area of alkali-activated slag-red mud soil pavement increased but the compressive strength of that decreased as the recycled fine aggregate content increased.

Experimental study on usability of soil pavement using weathered granite soil and organic solidification agent (화강풍화토와 유기계 고화제를 이용한 흙포장의 사용성에 관한 실험적 연구)

  • Hwang, Sung-Pil;Jeoung, Jae-Hyeung;Lee, Yong-Soo;Lee, Tae-Hyung
    • Journal of the Korean Geosynthetics Society
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    • v.14 no.4
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    • pp.11-21
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    • 2015
  • The method to replace asphalt and cement is needed to reduce the carbon emission on road. Polymeric material which is light and easy to handle while having complex function with less carbon emission would be highly effective when it replaced soil pavement containing cement. This study is intended to identify the usability of soil pavement containing organic solidification agent only through the field test. Pavement on bike trail still satisfied required bearing capacity coefficient in 3 months. Pavement after passing 1.6 bil units of bike through pavement acceleration test that simulated a long-term serviceability during a short-time still remained unaffected, demonstrating a long-term serviceability of soil pavement.

Suggesting Optimum Mix Proportion of Hardener for Soil-pavement Concrete Incorporating Natural Organic Lime and Magnesia-lime (천연유기석회 및 고토석회를 조합한 흙 포장 콘크리트용 경화재의 최적배합안 도출)

  • Han, Min-Cheol;Han, Jun-Hui
    • Journal of the Korea Institute of Building Construction
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    • v.20 no.2
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    • pp.113-121
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    • 2020
  • Lots of soil-pavement concrete placed showed a number of problems such as decreasing strength, and durability. In this research, to provide a solution of the problem reported the wasting materials of natural organic lime and magnesia lime were used as a hardener to achieve sufficient performance of soil-pavement concrete. Namely, as a stimulus of blast furnace slag, the natural organic lime and magnesia lime were tested within the mix proportion of 0 to 10 % for each lime to make a new hardener. As a result, in the case of mortar with 1 to 3 % of cement to fine aggregate, 30 % replaced blast furnace slag showed the more favorable results with 5 to 5 % of mix proportion for natural organic lime and magnesia lime.

Characteristics of Soil Pavement by Red Mud Content and Binder Type (레드머드 대체율에 따른 결합재별 흙포장재의 특성)

  • Kang, Suk-Pyo;Kang, Hye-Ju;Kim, Jae-Hwan;Kim, Byeong-Ki
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.5 no.1
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    • pp.37-44
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    • 2017
  • Red mud is an inorganic by-product produced from the mineral processing of alumina from Bauxite ores. The development of alkali-activated slag-red mud cement can be a representative study aimed at recycling the strong alkali of the red mud as a construction material. This study is to investigate the optimum water content, compressive strength, water absorption and efflorescence of alkali-activated slag-red mud soil pavement according to binder type. The results showed that the optimum water content, moisture absorption coefficient and efflorescence area of alkali-activated slag-red mud soil pavement increased but the compressive strength of that decreased as the redmud content increased.

인터뷰 - 수삼 전용 '숨쉬는 포장재' 개발

  • (사)한국포장협회
    • The monthly packaging world
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    • s.223
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    • pp.118-119
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    • 2011
  • 우리나라 농산물 중 최고의 브랜드 가치를 지닌 고려인삼은 최근 국내 외 소비자들의 관심 증가와 홍삼에 대한 인기에 힘입어 국내시장 규모가 1조원대로 성장, 소비자들이 가장 선호하는 건강 기능성 식품으로 자리잡고 있다. 그러나 수삼은 수확 후에 흙이 묻은 채로 바구니 등에 담아 소비시장에서 유통돼 수삼의 선도유지 측면에서 과학적이지 못하다는 평가를 받아왔다. 이런 상황 아래 농촌진흥청 인삼약초가공팀이 "국내 수삼 시장에서의 과학적인 유통"을 이룬다는 기치 아래, 수확 후 선도유지를 통한 소비자 신뢰도 제고 및 기호도를 충족시키고자 수삼 유통시 신선하게 오래 보관이 가능한 '수삼 전용 숨쉬는 포장재'를 개발했다. 농촌진흥청 국립원예특작과학원 인삼특작부 박철웅 부장에게 수삼 전용 숨쉬는 포장재 개발 배경과 특징에 대해 들어보았다.

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Engineering Characteristics of Wet-mixing Solidified Soil in Pavement Surfacing (습식 경화교반토 포장의 공학적 특성)

  • Yoo, Ji-Hyeung;Shu, Dong-Hyuk;Lee, Seong-Won
    • International Journal of Highway Engineering
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    • v.6 no.3 s.21
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    • pp.1-7
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    • 2004
  • Roads, like bikeways, parkways and walks, are to be just capable of supporting light traffic and traveling public, but they are required to be human friendly and environmental-oriented. Lately soil-solidifier mixture, a kind of soil-cement, has developed and has been applied to the recycling and environment-oriented pavement as the surfacing material. Soil-solidifier pavement structure has been designed by only experience. To design this pavement mechanically, it is necessary to find out basic engineering properties of soil-solidifier mixture. This study focuses on finding out mechanical characteristics of the mixture according to mixture proportions and aging. Test molds with various mixture proportions are made, and then unconfined strength tests are performed for test molds with aging of the mixture. As the result of this study, it is found that the strength of the mixture increases with amount of cement and that maximum strength is achieved at 6%$\sim$8% of the ratio of solidifier and water. The strength increase rapidly until 14 days, after then slowly. After 28 days the strength of the mixture approaches to the constant value. The heat of hydration during curing of the mixture is measured no significantly. It also shows that temperature characteristics of the mixture is similar to that of soil. Since this mixture is mixed with soil and is able to improve engineering problems in pavement due to temperature, this mixture is expected to use effectively in the environment-oriented pavement for light traffic.

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Numerical Analysis of Infiltration in Permeable Pavement System considering Unsaturated Characteristics (불포화 특성을 고려한 투수성 포장 시스템의 침투성 수치해석)

  • Kim, Seungbae;Ahn, Jaehun;Teodosio, Bertrand;Shin, Hyunjun
    • Journal of the Society of Disaster Information
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    • v.11 no.3
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    • pp.318-328
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    • 2015
  • Effective urban flood reduction and restoration of natural water cycle at present include the application of permeable pavements. The application of permeable pavement addresses urban water cycle and disaster related events which gained attention internationally. However, few researches have been conducted to investigate unsaturated behavior and evaluate the water characteristics curves of these type of pavement materials most especially in the unsaturated state. In this study, first the saturated permeability and the soil-water characteristics curve of a pervious concrete are evaluated based on laboratory tests, and, based on experimental results, the infiltration of permeable pavement system is numerically modelled. In the soil-water characteristics curve of a pervious concrete, the volumetric water content drops very steeply after the air entry value with increasing matric suction. From the finite element analyses, the performance of the permeable pavement when compared to impermeable pavement, confirmed that the whole system effectively delayed and reduced runoff.